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LETTING DATE : 02/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/13/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010555.00 COMPLETION DATE : 07/25/03
=========
PROJECT(S): NH-1055(500)E COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : INTERSECTION IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000079 R J GRONDIN & SONS, INC. $ 300,051.00 100.0000%
2 001095 GORHAM SAND & GRAVEL, INC. $ 304,235.00 101.3944%
3 000403 PRATT & SONS INC. $ 307,627.00 102.5249%
4 000009 BANCROFT CONTRACTING CORP. $ 321,294.17 107.0799%
5 000416 T BUCK CONSTRUCTION INC. $ 333,942.00 111.2951%
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001095 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 2.000 EA | 750.00000 1500.00| 100.00000 200.00| 500.00000 1000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 375.00000 750.00| 350.00000 700.00| 150.00000 300.00
REMOVING STUMP | | |
0030 202.15 2.000 EA | 500.00000 1000.00| 750.00000 1500.00| 450.00000 900.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.202 600.000 M2 | 11.00000 6600.00| 17.00000 10200.00| 13.00000 7800.00
REMOVING PAVEMENT SURFACE | | |
0050 203.20 1950.000 M3 | 20.00000 39000.00| 16.00000 31200.00| 10.00000 19500.00
COMMON EXCAVATION | | |
0060 203.21 25.000 M3 | 35.00000 875.00| 75.00000 1875.00| 75.00000 1875.00
ROCK EXCAVATION | | |
0070 203.25 25.000 M3 | 12.00000 300.00| 30.00000 750.00| 20.00000 500.00
GRANULAR BORROW | | |
0090 206.07 25.000 M3 | 220.00000 5500.00| 150.00000 3750.00| 100.00000 2500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.09 300.000 M3 | 30.00000 9000.00| 28.00000 8400.00| 31.00000 9300.00
AGGREGATE BASE COURSE - CRUSHED | | |
0110 304.10 1350.000 M3 | 27.50000 37125.00| 22.00000 29700.00| 28.00000 37800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 02/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/13/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010555.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001095 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.207 535.000 MG | 55.00000 29425.00| 63.00000 33705.00| 83.00000 44405.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 260.000 MG | 75.00000 19500.00| 71.00000 18460.00| 83.00000 21580.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 85.000 MG | 135.00000 11475.00| 120.00000 10200.00| 115.00000 9775.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 409.15 1150.000 L | 2.00000 2300.00| 3.00000 3450.00| 2.00000 2300.00
BITUMINOUS TACK COAT APPLIED | | |
0160 526.301 20.000 LS | 100.00000 100.00| 3000.00000 3000.00| 850.00000 850.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0170 603.175 29.000 M | 150.00000 4350.00| 220.00000 6380.00| 235.00000 6815.00
450 MM RCP CLASS III | | |
0180 603.195 19.000 M | 240.00000 4560.00| 245.00000 4655.00| 310.00000 5890.00
600 MM RCP CLASS III | | |
0190 604.092 3.000 EA | 1500.00000 4500.00| 2200.00000 6600.00| 2840.00000 8520.00
CATCH BASIN TYPE B1-C | | |
0200 605.09 105.000 M | 68.00000 7140.00| 64.00000 6720.00| 128.00000 13440.00
150 MM UNDERDRAIN TYPE B | | |
0210 605.11 52.000 M | 86.00000 4472.00| 120.00000 6240.00| 130.00000 6760.00
300 MM UNDERDRAIN TYPE C | | |
0220 605.13 110.000 M | 135.00000 14850.00| 150.00000 16500.00| 150.00000 16500.00
450 MM UNDERDRAIN TYPE C | | |
0230 607.24 10.000 M | 50.00000 500.00| 50.00000 500.00| 90.00000 900.00
REMOVE AND RESET FENCE | | |
0240 609.31 420.000 M | 15.00000 6300.00| 15.00000 6300.00| 22.00000 9240.00
CURB TYPE 3 | | |
0250 610.08 6.000 M3 | 200.00000 1200.00| 70.00000 420.00| 66.00000 396.00
PLAIN RIPRAP | | |
0260 612.06 140.000 M2 | 5.50000 770.00| 7.00000 980.00| 7.00000 980.00
BITUMINOUS SEALING - BLACK | | |
0270 615.07 140.000 M3 | 46.00000 6440.00| 45.00000 6300.00| 55.00000 7700.00
LOAM | | |
0280 618.1301 11.000 UN | 40.00000 440.00| 30.00000 330.00| 41.00000 451.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0290 618.1401 8.000 UN | 40.00000 320.00| 25.00000 200.00| 44.00000 352.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0300 619.1201 19.000 UN | 15.00000 285.00| 25.00000 475.00| 25.00000 475.00
MULCH - PLAN QUANTITY | | |
0310 620.58 19.000 M2 | 12.50000 237.50| 5.00000 95.00| 3.00000 57.00
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 02/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/13/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010555.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001095 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 627.711 950.000 M | 1.25000 1187.50| 1.50000 1425.00| 1.00000 950.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0330 627.75 32.000 M2 | 16.00000 512.00| 25.00000 800.00| 33.00000 1056.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0340 627.76 LUMP| 350.00000 350.00| 1500.00000 1500.00| 1400.00000 1400.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 629.05 10.000 HR | 22.00000 220.00| 25.00000 250.00| 50.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.20 5.000 HR | 45.00000 225.00| 125.00000 625.00| 120.00000 600.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0370 637.071 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 1750.00000 1750.00
DUST CONTROL | | |
0380 639.19 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00
FIELD OFFICE TYPE B | | |
0390 645.280 5.000 EA | 100.00000 500.00| 100.00000 500.00| 100.00000 500.00
WOOD POST | | |
0400 652.31 10.000 EA | 40.00000 400.00| 65.00000 650.00| 60.00000 600.00
TYPE I BARRICADE | | |
0410 652.33 20.000 EA | 70.00000 1400.00| 75.00000 1500.00| 75.00000 1500.00
DRUM | | |
0420 652.34 50.000 EA | 30.00000 1500.00| 20.00000 1000.00| 15.00000 750.00
CONE | | |
0430 652.35 35.000 M2 | 40.00000 1400.00| 140.00000 4900.00| 124.00000 4340.00
CONSTRUCTION SIGNS | | |
0440 652.361 50.000 LS | 8785.00000 8785.00| 6000.00000 6000.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0450 652.38 1500.000 HR | 16.00000 24000.00| 10.00000 15000.00| 15.50000 23250.00
FLAGGER | | |
0460 656.75 LUMP| 947.00000 947.00| 4500.00000 4500.00| 3100.00000 3100.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 658.20 65.000 M2 | 14.00000 910.00| 20.00000 1300.00| 18.00000 1170.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0480 659.10 LUMP| 29900.00000 29900.00| 37500.00000 37500.00| 18300.00000 18300.00
MOBILIZATION | | |
SECTION TOTALS | $ 300,051.00| $ 304,235.00| $ 307,627.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 300,051.00| $ 304,235.00| $ 307,627.00
====================================================================================================================================
LETTING DATE : 02/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/13/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010555.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000416 |( )
|BANCROFT CONTRACTING CORP. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 2.000 EA | 754.88000 1509.76| 900.00000 1800.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 251.63000 503.26| 500.00000 1000.00|
REMOVING STUMP | | |
0030 202.15 2.000 EA | 1887.20000 3774.40| 700.00000 1400.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.202 600.000 M2 | 8.25000 4950.00| 10.75000 6450.00|
REMOVING PAVEMENT SURFACE | | |
0050 203.20 1950.000 M3 | 18.87000 36796.50| 22.00000 42900.00|
COMMON EXCAVATION | | |
0060 203.21 25.000 M3 | 113.23000 2830.75| 100.00000 2500.00|
ROCK EXCAVATION | | |
0070 203.25 25.000 M3 | 13.84000 346.00| 31.50000 787.50|
GRANULAR BORROW | | |
0090 206.07 25.000 M3 | 113.23000 2830.75| 135.00000 3375.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.09 300.000 M3 | 14.80000 4440.00| 50.00000 15000.00|
AGGREGATE BASE COURSE - CRUSHED | | |
0110 304.10 1350.000 M3 | 11.51000 15538.50| 26.50000 35775.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 535.000 MG | 83.04000 44426.40| 55.00000 29425.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 260.000 MG | 95.49000 24827.40| 63.25000 16445.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 85.000 MG | 144.94000 12319.90| 96.00000 8160.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 409.15 1150.000 L | 3.02000 3473.00| 2.00000 2300.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 526.301 20.000 LS | 3774.39000 3774.39| 4550.00000 4550.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0170 603.175 29.000 M | 408.89000 11857.81| 255.00000 7395.00|
450 MM RCP CLASS III | | |
0180 603.195 19.000 M | 408.89000 7768.91| 285.00000 5415.00|
600 MM RCP CLASS III | | |
0190 604.092 3.000 EA | 817.78000 2453.34| 2500.00000 7500.00|
CATCH BASIN TYPE B1-C | | |
0200 605.09 105.000 M | 162.85000 17099.25| 85.00000 8925.00|
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 02/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/13/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010555.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000416 |( )
|BANCROFT CONTRACTING CORP. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0210 605.11 52.000 M | 172.46000 8967.92| 100.00000 5200.00|
300 MM UNDERDRAIN TYPE C | | |
0220 605.13 110.000 M | 188.03000 20683.30| 130.00000 14300.00|
450 MM UNDERDRAIN TYPE C | | |
0230 607.24 10.000 M | 151.98000 1519.80| 50.00000 500.00|
REMOVE AND RESET FENCE | | |
0240 609.31 420.000 M | 16.61000 6976.20| 11.00000 4620.00|
CURB TYPE 3 | | |
0250 610.08 6.000 M3 | 25.16000 150.96| 145.00000 870.00|
PLAIN RIPRAP | | |
0260 612.06 140.000 M2 | 8.30000 1162.00| 5.50000 770.00|
BITUMINOUS SEALING - BLACK | | |
0270 615.07 140.000 M3 | 26.42000 3698.80| 32.00000 4480.00|
LOAM | | |
0280 618.1301 11.000 UN | 98.13000 1079.43| 41.00000 451.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0290 618.1401 8.000 UN | 67.94000 543.52| 44.00000 352.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0300 619.1201 19.000 UN | 52.84000 1003.96| 25.00000 475.00|
MULCH - PLAN QUANTITY | | |
0310 620.58 19.000 M2 | 6.29000 119.51| 25.00000 475.00|
EROSION CONTROL GEOTEXTILE | | |
0320 627.711 950.000 M | 1.51000 1434.50| 1.25000 1187.50|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0330 627.75 32.000 M2 | 48.74000 1559.68| 15.75000 504.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0340 627.76 LUMP| 1660.73000 1660.73| 1000.00000 1000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 629.05 10.000 HR | 37.74000 377.40| 35.00000 350.00|
HAND LABOR, STRAIGHT TIME | | |
0360 631.20 5.000 HR | 153.27000 766.35| 95.00000 475.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0370 637.071 LUMP| 629.07000 629.07| 6000.00000 6000.00|
DUST CONTROL | | |
0380 639.19 1.000 EA | 3522.76000 3522.76| 5500.00000 5500.00|
FIELD OFFICE TYPE B | | |
0390 645.280 5.000 EA | 125.81000 629.05| 120.00000 600.00|
WOOD POST | | |
LETTING DATE : 02/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/13/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010555.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000416 |( )
|BANCROFT CONTRACTING CORP. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 652.31 10.000 EA | 26.42000 264.20| 90.00000 900.00|
TYPE I BARRICADE | | |
0410 652.33 20.000 EA | 15.10000 302.00| 75.00000 1500.00|
DRUM | | |
0420 652.34 50.000 EA | 3.77000 188.50| 25.00000 1250.00|
CONE | | |
0430 652.35 35.000 M2 | 25.16000 880.60| 162.00000 5670.00|
CONSTRUCTION SIGNS | | |
0440 652.361 50.000 LS | 1258.13000 1258.13| 5500.00000 5500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0450 652.38 1500.000 HR | 25.16000 37740.00| 15.00000 22500.00|
FLAGGER | | |
0460 656.75 LUMP| 6290.65000 6290.65| 9000.00000 9000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 658.20 65.000 M2 | 26.72000 1736.80| 14.00000 910.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0480 659.10 LUMP| 14628.03000 14628.03| 37500.00000 37500.00|
MOBILIZATION | | |
SECTION TOTALS | $ 321,294.17| $ 333,942.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 321,294.17| $ 333,942.00| $
====================================================================================================================================